摘要：The analysis of plates resting on elastic fundation taking into account different complicating factors may be performed by several numerical methods. The finite differences method is employed in the present study to analyze the behavior of thin. elastic plate of uniform thickness to state desplacements by an adopted characteristic of design to generalize the results. The system of resulting linear equations is solved using MATHPLOT. Finally a numerical method based on polinomic integration is used to evaluate the support capacity of the elements of the structural device. The approach allows for the fast evaluation of possible modifications in such a system.
其他摘要：The analysis of plates resting on elastic fundation taking into account different complicating factors may be performed by several numerical methods. The finite differences method is employed in the present study to analyze the behavior of thin. elastic plate of uniform thickness to state desplacements by an adopted characteristic of design to generalize the results. The system of resulting linear equations is solved using MATHPLOT. Finally a numerical method based on polinomic integration is used to evaluate the support capacity of the elements of the structural device. The approach allows for the fast evaluation of possible modifications in such a system.
